Summary for Test 2017-12-26-1-2

Test performed: ASTM C109-11

Project Information

Project IdentifiersProject ID: 88888
DEA: STOCK
EFIS: STOCK
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date12/26/2017 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing12/26/2017
Sample typeQuality Control A brief description of the samplecement
The quantity of what the sample constitutes9 cubes From where was the sample collectedOther
First name of sampler or witnessed byTimothy Last name of sampler or witnessed byOMalley
Title of samplerTET Telephone number of samplerUnknown
Laboratory sample identificationCM175745 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameLehigh Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeCementitious BrandLehigh
MillRedding Type of Cementitious MaterialType II Cement

Test Details

DIME Sample ID: 2017-12-26-1
DIME Test ID: 2017-12-26-1-2
Testing Lab: CT HQ - Sacramento Cement Testing Laboratory
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Test Release Date: 2019-01-18

Test Results


Will control cubes be used per ASTM C311?: no
Input Type: Measured
Tester's full name: TTO
Date of test: 01/02/2018
Age of specimen: 7 days
The amount of flow (In percent): no data
The amount of water used (In percent): 48.5 %
Maximum load of 1st specimen (lb): 14976 lb
Maximum load of 2nd specimen (lb): 16816 lb
Maximum load of 3rd specimen (lb): 12464 lb
Cross sectional area loaded of 1st specimen (sq. inch): 4 in^2
Cross sectional area loaded of 2nd specimen (sq. inch): 4 in^2
Cross sectional area loaded of 3rd specimen (sq. inch): 4 in^2
Compressive strength of 1st specimen (psi): 3744 psi
Compressive strength of 2nd specimen (psi): 4204 psi
Compressive strength of 3rd specimen (psi): 3116 psi
Average Compressive strength (to nearest 10 psi): 3690 psi
General comments (publicly viewable) (Max 1000 characters): 7 Day Break
Test Graph
Source: Partner Data Point File
Test graph for Specimen 1 of 3

Source: Partner Data Point File
Test graph for Specimen 2 of 3

Source: Partner Data Point File
Test graph for Specimen 3 of 3

Test was verified on 1/18/2019